Solve the following problems. 1. Using double integration method, for the overhanging beam shown, (a) derive the equation of the elastic curve, (b) compute the value of ô at the right end and (c) calculate the value of å midway between the supports. Use I = 60 in.“ and E = 1.5 x 10' psi. 1000 lb | 400 lb/ft 6 ft→e 4 ft→ 3 ft ITY
Solve the following problems. 1. Using double integration method, for the overhanging beam shown, (a) derive the equation of the elastic curve, (b) compute the value of ô at the right end and (c) calculate the value of å midway between the supports. Use I = 60 in.“ and E = 1.5 x 10' psi. 1000 lb | 400 lb/ft 6 ft→e 4 ft→ 3 ft ITY
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Problem Set 8
Solve the following problems.
1. Using double integration method, for the overhanging beam shown, (a) derive
the equation of the elastic curve, (b) compute the value of 8 at the right end
and (c) calculate the value of & midway between the supports. Use I = 60 in.
and E = 1.5 x 106 psi.
1000 lb
400 lb/ft
E 6 ft
* 4 ft→ 3 ft
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